Just curious, how do you plan to transfer the lateral force from sill plate to floor joist both where joists span parallel and/or perpendicular to wall/sill plate? Where joists span parallel, it seems a lot of blocking would be required to transfer the force up into the floor diaphragm. I'm from...
Is there a minimum steel requirement for Temp. & Shinkage cracking in a residential slab on-grade (stemwall foundation)? In place of 6x6" 10/10 W.W.M., I would like to use #3 reinforcing bar grid but not sure of spacing?
Thanks